ONDA (One-dimensional Non-linear Dynamic Analysis)

Description: Computer code to perform seismic ground response analyses of soil deposits in time domain (analysis types: linear and non-linear)

Descrizione: Codice di calcolo per analisi di risposta sismica locale.

If you use ONDA v1.4 please cite as:

1) Lo Presti D.C.F., Lai C. and Puci I., 2006. ONDA: Computer Code for Nonlinear Seismic Response Analyses of Soil Deposits, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132(2): 223-236. doi: 10.1061/(ASCE)1090-0241(2006)132:2(223)

2) Lo Presti D.C.F. and Stacul S., 2017. ONDA (One-dimensional Non-linear Dynamic Analysis): ONDA 1.4 User's Manual Version 1.4. doi: 10.13140/rg.2.2.32409.83043.

Click here to Download ONDA v1.4

Click here to Download the User's Manual of ONDA v1.4

You can use ONDA v1.4 as well as the obtained results at the following conditions:
- recognise the authorship as indicated above;
- the codes can be used for research as well as for professional purposes or any other purpose. In any case, the responsibility of the obtained results is yours. The Authors decline any responsibility;
- you should mention any modification you have done to the original computer codes, if any. It should be clear that such modifications have been introduced without the consensus of the Authors;
- you cannot claim the authorship after remixing the original material;
- you cannot apply terms and conditions to third parties.

KIN SP (KINematic interaction analysis of Single Pile)

Description: Computer code to evaluate the envelope of kinematic bending moments due to the pile-soil interaction during a seismic event. The kinematic analysis is preceded by a seismic ground response analysis performed with ONDA. (Note: in this KIN SP distribution is already included the code ONDA. For a proper use of this software it is recommended to inspect both the user's manuals available on this website).

Descrizione: Software per il calcolo dell'inviluppo dei momenti flettenti cinematici generati dall'interazione palo-terreno durante un evento sismico. L'analisi di interazione cinematica del palo singolo è preceduta da un'analisi di risposta sismica locale effettuata con il codice di calcolo ONDA. (Nota: il codice KIN SP ha già incluso al suo interno il codice di ONDA, per un corretto utilizzo si invita l'utente a prendere visione di entrambi i manuali distribuiti su questa pagina)

If you use KIN SP v1.0 please cite as:

1) Stacul, S.; and Squeglia, N. (2018). KIN SP: a Boundary Element Method based code for single pile kinematic bending in layered soil. Journal of Rock Mechanics and Geotechnical Engineering, 2018. doi: 10.1016/j.jrmge.2017.11.004

2) Stacul, S.; Lo Presti, D.C.F.; and Squeglia, N., (2017). KIN SP (KINematic interaction analysis of Single Pile): KIN SP 1.0 User's Manual Version 1.0. doi: 10.13140/rg.2.2.15632.61444.

Click here to Download KIN SP v1.0

Click here to Download the User's Manual of KIN SP v1.0

You can use KIN SP v1.0 as well as the obtained results at the following conditions:
- recognise the authorship as indicated above;
- the codes can be used for research as well as for professional purposes or any other purpose. In any case, the responsibility of the obtained results is yours. The Authors decline any responsibility;
- you should mention any modification you have done to the original computer codes, if any. It should be clear that such modifications have been introduced without the consensus of the Authors;
- you cannot claim the authorship after remixing the original material;
- you cannot apply terms and conditions to third parties.

CPT PaGE (Cone Penetration test analysis for Geotechnical Engineering)

Description: Interpretive software for CPT, CPTu, SCPTu tests (cone penetration test data interpretation, seismic cone data analysis, pile bearing capacity module, shallow foundation settlement module, dissipation test module, assessment of liquefaction potential index)

Descrizione: Software per l'interpretazione di prove penetrometriche statiche CPT, CPTu e di prove con cono sismico SCPTu (interpretazione di prove penetrometriche statiche, analisi dati prove con cono sismico, modulo calcolo capacità portante pali di fondazioni, modulo calcolo cedimenti fondazioni superficiali, modulo interpretazione prove di dissipazione, valutazione indice del potenziale di liquefazione)

If you use CPT PaGE please cite as:

Stacul, S.; Giusti, I; Lo Presti, D. (2017). CPT PaGE: User Manual - Interpretation and Use. DOI: 10.13140/RG.2.2.27360.17929/1

Click here to Download CPT PaGE

Click here to Download the User's Manual of CPT PaGE

You can use CPT PaGE as well as the obtained results at the following conditions:
- recognise the authorship as indicated above;
- the codes can be used for research as well as for professional purposes or any other purpose. In any case, the responsibility of the obtained results is yours. The Authors decline any responsibility;
- you should mention any modification you have done to the original computer codes, if any. It should be clear that such modifications have been introduced without the consensus of the Authors;
- you cannot claim the authorship after remixing the original material;
- you cannot apply terms and conditions to third parties.